NCC230561_Site Plan or Location Map_20230302

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SITE NOTES
1. ALL DIMENSIONS ARE BASED FROM FACE OF CURB To FACE of CURB
I UNLESS OTHERWISE NOTED.
2. ALL CURB RADII ARE 3.0' UNLESS OTHERWISE NOTED.
I3. SEE EXISTING CONDITIONS SHEET FOR COMPLETE BOUNDARY
\ `GEODETIC MONUM
DESCRIPTION, ADJOINING PROPERTIES. ZONING AND USE.
/ FEIS I : DL 102
N: 523 9.43
E:1411 79.00 I
4. SEE GENERAL NOTES SHEET FCR SITE PLAN AND ZONING NOTES.
5. INSTALL CONCRETE JOINTS WHERE AS SHOWN IN DETAILS. ALIGN ON
\
WALLS, BUILDINGS, RADII, ETC. EVENLY SPACE BETWEEN ELEMENTS,
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PROVIDE EXPANSION JOINTS BETWEEN CONCRETE PAVEMENT AND
ALL VERTICAL ELEMENTS (WALLS_ CURBS, ETC.).
6. LAYOUT ALL CURVES SMOOTHLY WITH NO ABRUPT CHANGES AT
\
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TANGENT POINTS.
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7. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS
/
OTHERWISE NOTED.
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8. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL BE INSTALLED PER
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST
/
EDITION.
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9. CONTRACTOR INSTALL HANDRAILS ON RAMPS AS REQUIRED BY
2010 ADA STANDARDS.
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aN/Nc 16.0CLASS
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TYPE II -MODIFIED DRIVEWAY DETAIL SMITH
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CURB (SEE DETAIL CLDSM 1-1E)
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14.D SETBACK FROM PROPERTY LINE 90' FROM
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SHARED DRIVE- - - - -
ENTRANCE - - - - - - - -
PROPOSED ADA RAMP TO MATCH EXISTING FLUSH
CONDITIONS. PROPOSED CONNECTION TO EXISTING G
TYPE II MODIFIED DRIVEWAY. SEE DFFSITE PLANS. DIY,IE RIVER RO
SEE SHEET 4. FOR OFFSITE ROADWAY /-� - __ NGDOT'A AD]NED155)
SETBACK LINES RUNS IMPROVEMENTS. 43.0 AINTAINFp
ALDNG THE DEDICATED pF
RDWLINE CENTERLINE Wuo
BACK OF RE
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12+00 52.0' FROM GENTERUNE�
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ASSUMED CENTERLINE OF DIXIE RNER ROAD �--
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PERMITTED AFTER Il
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PERM ANENT WATER.
SEWER. EASEMENT
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PROPOSED ROW LINE
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THIS AREA
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SITE PLAN LEGEND
PROPERTY BOUNDARY
PROPOSED 18" CURB AND GUTTER
PROPOSED SITE NOTE
100
PROPOSED PARKING SPACES
EXISTING STANDARD DUTY ASPHALT PAVEMENT
PROPOSED STANDARD DUTY ASPHALT PAVEMENT
PROPOSED STANDARD DUTY CONCRETE PAVEMENT
PROPOSED HEAVY DUTY CONCRETE PAVEMENT
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LIMITS OF PROPOSED HEAVY DUTY ASPHALT
PAVEMENT
PROPOSED BUILDING
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TREE PROTECTION FENCE
SITE ANALYSIS TABLE
SITE ADDRESS
5730 DIRE RIVER ROAD. CHARLOTTE NO 28278
BUILDING ARE
11 -S.F.
TOTAL PARCEL AREA
1.61 AC
PARCEL NUMBER
141-17-4
REQUIRED PARKING
9 SPACES (1 SPACE PER SW SO
PARKING SPACES PROVIDED
6 SPACES
ACCESSIBLE SPACES PROVIDED
2 SPACES
TOTAL PARKING SPACES PROVIDED
28 SPACES
MIN REOUIREDSHORT TERM BICYCLE PARKING
I SPACES
SHORT TERM BICYCLE PARKING PROVIDED
2 SPACES
MIN REQUIRED LONG TERM BICYCLE PARKING
2 SPACES OR I SPACEr20 EMPLOYEES
LONG TERM BICYCLE PARKING PROVIDED
2 SPACES (25 EMPLOYEES)
EXISTING LAND USE
VACANT
PROPOSED LAND USE
CHILDCARE CENTER (16u CHILDREN)
CONING
NS (NEIGHBORHOOD SERVICES) LLWPA PER
PETITION 101U111
FLOOD ZONE
3710450-L & 3710451208K
MAX BUILDING HEIGHT ALLOWED
50'
BUILDING HEIGHT PROPOSED
26'
MAX NUMBER OF BUILDINGS ALLOWED ON SITE
1
DUMPSTER AND RECYCLING SPACE AREA
1. SF TOTAL (80 SF FOR SOLID WASTE. 80 SF
FOR RECYCLING)
SETBACK (FROM R.O.W
14' FROM BACK OF CURB (FALLS ON THE ISW
LINE, SEE SITE PLAN FOR LOCATION)
MUM MINISIDE VARD.SETBACK
II,
MINIMUM REAR YARD SETBACK
20
MAX FAR ALLOWED
2.0
FAR PROPOSED
11,395 SR70, 1503F 0:6
SIDEVARD
��.� SETBACK
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SITE LEGEND (D—
18 CONCRETECURBANDGJTTERTYPICAL(SEE SITEDET LSHEET)
© STANDARD DUTY CONCRETE (SEE SITE DETAIL SHEET)
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EXISTINGSTANDARC DUTYASPHALTPAVEMENT
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ACCES316LE PARKING SPACETYPICAL. SEE SITE DETAILSHEET FOR ACCESSIBLE PARKING
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SPACE SIZE AND SIGN
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OFADAPARKING
SIGN(SEESITE DETATFFEET
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DUMPSTEP. ENCLOSURE WITH GATES (SEE ARCHITECTURAL PLAN FOR DETAILS)
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4 SOLID WHITE PAINT STRIPE, TYPICAL
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PRDP06ED STOP SIGN (SEE SITE DETAILSHEEP
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E ITE STOP BAR
24" -AT
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PRO POSED MON UMENT SIGN. MONUMENT SIGN TO BE PERIITTED SEPARATELY. LOCATION
IS FOR REFERENCE
11
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OF SIGN SHOMM ON LY.
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PROPOSED HVAC UNIT
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PROPOSED ADA RAMP (SEE SITE DETAIL SHEET)v�
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OPROPOSED
PROPOSED CURB AND GUTTER TO HATCH AND TIE-IN TO EXISTING
STANDARD DUTY ASPHALT PAVEMENT (SEE SITE DETAIL SHEET)
PROPOSEDSIDE'MALKTOBE
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PROPOSED VFENCE(SEE ARCHITECTURAL PLAN FOR DETAILS)
---.-ADJACENTDEVELOPMENT
COORDINATEDANDTIE D INTO
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PROPOSED LIGHT ROLE (FEE PHOTOMETRIC PLAN FOR DETAILS)
(SDRMFR 0RF2) ` Z
� PROPOSED TSTANDARD DUTY CONCRETE SIDEWALK
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oR o O PROPOSED HEAVY DUTY ASPHALT PAVEMENT
OINVERTED"U"RACK FOR SHORT-TERM BICYOL E PARKIN G(SEE SITE DETAI L CH E EID Q
OPROPOSED PLAVGROU IN AREA (SEE SITE DETAI L S H EET FOR PLAYGRDU N D M ATERIA L L
T PROFILES) U W
O PROPOSED RETAINING WALL(SEE SHEET C4-0-GRACING AND DRAINAGE PLAN) < < Q
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O BICYCLE LOCKER (SEE SITE DETAIL SHEET) W r , 1,0
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\ YV 10' X10' PEDESTRIAN SIGHT TRIANGLE C Q of W
30'PROPOSED CURB AND GUTTER WITHIN NCDOT Rryy
J W W
\\ OY PROPOSED HANDRAIL. SEE CLOSMDETAIL
50.04A
OZ PROPOSED HEAVY DUTYCONCRETE PAVEMENT /
2
AA W
PROPOSED V STANDARD DUTY CONCRETE SIDEWALK
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GRAPHIC SCALE IN FEET �
0 10 20 40
�pR SHEET LUMBER
Know WnGeB below. C3—O
CialI before you dig.